SB0050A9
_J
Z7 �z MOPOSED
WINDSONO RANCH W
W
1 3 1 4 PHASE 4D
7
8 9
it 2560" Street &
I I I I Utility Esmt.
8 t it Doc. No. 2018-48372,
2 84.14 -74-24 34.53 36, To Be Abandoned BTP
67.9
67.97'
96.76'
10
2640' Street
15
Utility Esmt 14 3 4: 13
boc. No. 2016-153828� 5! UL 4- :2 12 -P, u=t>
6 .9"
11-5 10
,To E� Abandoned BTP L 5' S.U.E.
.?5
F, 2!
.24 LILBL 25' BL 75 05' 0 6L
U-52= 0, 94 67.97..:Zz Z:67.97 ") -
12 �K hL 99.63,
25' f
5L14
c2fl
5
6L 5 --t9.6 4'- _8192 i7 3_2' �342
- -Z -58.72 43
Ns.:u ' .7
26 BL 25 BL 0
Bt 30 BL I -0�
III F97 UJ 30' BL 25' BL 20' BL
C� 3 2 3 104.82' @ 6L
!R
1,, 8
rq
L=154.410' C> acy! 4 5 6 ;S�40'
co 11-15
S 7Z�50'19.
9.83'
71.39' 61.54' 115 130 78'
V:
106. 79. 73 52' tit29.85 49.51, 74.10,
N
80.81, 79.05 rr rf 2
1X191
M '9V
aL
WINDSONO RANCH 10: 11 S5X 8
BLI I 1 6' UX.
PHASE 4E5 81.84 Bt
�',v 7
25 2o' BL 2
6L DOC.NO. W100-2247 .30 co
rX_D.C.T. 63. _-SJ 77'- - 5 S'U*E'
't�e
12 . 6 7
WOOD5IN;=
1-3 BLIO
14
26
/00 LIP
T=16722' s' uz 25
05=N52*24"14"INN 25x5d Street W DEzz�
---------------
Boundary Une Table
N
00*56'06
N
45*56106*
1 N
00*5606
N
00-5959-
N
46*54'36"
N
61 *17'50"
W
S
72*0� �45
N
58*2249"
81.45
N
16-27'5
W
N
07*0549"
W- i
N
37*25302"
E_
N
01 *4620
Ic
N
875350"
S
87*04'43"
W
Fisfitrap
Doc. No. 2017-121
Lot Line
Table
Line #
Length
Direction
L19
13.35'
S
35*36'00"
E
L20
14.85'
N
54*13`17"
E
L21
13.43'
N
35*5335"
W
L22
14.24'
N
56*21'37"
E
L23
13.83'
N
44'31'23"
W
L24
14.39'
N
4.5'41'13-
E
L25
14.78'
N
53*56'16"
E
L26
13.35'
N
35*34!43"
IN
L27
10.00'
S
51 *13'19"
W
L28
10.00'
N
58*32'50"
W
L29
10.00
S
54*20"I8"
W
2540' Street &
Utility Esmt
Doc. No. 2016-15M28:
To Be Abandoned BTP
Boundary Curve Table
�JVSLI
jl�l
N 8513'1_0"_ E
S 83-0325 E
S 88*0125"�®
S 88*04'18
SHM111i1=1
Easement
Line Table
Line #
Length
Direction
L30
17.78'
S
82*25'07"
E
L31
117.63'
N
53*35'12"
E
L32
8.00'
S
53735"12"
W
L33
16.61'
N
82*25'07"
W
L34
109.98'
S
51*13'45"
W
L35
35.77'
N
87'44'26'
E
L36
26.23'
S
8744iI26"
W
L37
25.01'
S 87*4426"
W
L38
64.27'
N
87*5344"
E
L39
30.35'
S
87*53'44-
W
L40
32.10'
N
87*53'44"
E
L41
32.73'
S
87*5344"
W
VP MNDSONGF OPERATIONS LLC
DOC. NO. 2.C?16-454722
D.FLD.C.T.
W -ft-h-o-ge Esmi C. SMITH SURVEY ABET. NO. 1601
Doc. No. 2017-130478,
This Portion To Be VP WINP5ONCv OPERATIONS LLC
Abandoned BTP
DOC.NO. 20118-f4722
D.R.D.C.T.
Centerline Curve Table
cvrve
Length
Radius
Chord
Chord Hearing
Delta
C7
76.84'
600.00'
76.79'
N 80*02'48" W
7*20'17"
C8
378.52'
1730.00'
377.76'
S 82*38'45" E
12*32'10"
C9
258.41'
850.00'
257.41'
N 19*59'37" E
17*25'06"
C10
62.59'
300.00'
62.47'
S 17*15'39" W
11*57'12"
C11
72.38'
300.00'
72.21'
N 16'19'32" E
13*4927"
C12
144.43'
600.00'
144.08'
N 84*02'20" W
13*47'32"
C13
- 00'
351.82'
S 83*38'33" E
12'59'58"
C14
54.62'
35.50'
49.39'
N 45-47'01- E
88-08'53-
C15
57.13'
35.50'
51.16'
N 44*23'22" IN
92*11'53"
C16
327.12'
1244.00'
326.18'
S 82*57'19" E
15*03'59"
C17
37.53'
50.00'
36.65'
S 53*55'11" E
43*00'17"
C18
77.83'
820.00'
77.80'
N 35*08'11" W
5*26'17"
C1 9
50.79'
50.00'
48.64'
S 08*45'09" E
58*12'20"
C20
217,44'
1260.00'
217.17'
N 1574'23" E
9*53'15"
C21
158.19'
1125.00'
158.06'
N 87-44-38- W
8-03-23-
C22
27.91'
39.50'
27.34'
N 18*32'03" W
40*29'15"
C23
60.25'
39.50'
54.58'
N 45*24'19" E
87-23'28"
Z
Z
<
u! i Z
i - -i
2V Water
Line Esmt
05510a" yq - B0'7_22'
fishtrop ROW
34,641 SF, 0.795 Ac.
Dedicated In Fee Simple
To be Town Of Prosper
Legend
1/2, m
Iron Rod Set
U. E
Utility Easement
112- w
Iron Rod Found
w.m-E
Wall Maintenance Easement
BL
Building Line Setback
H.E.
H.O.A. Easement
R.o.w.
Right Of Way
i).E.
Drainage Easement
-o-
Street Nome Change
&&E
Sanitary Sewer Easement
00-
Denotes Lot Frontage To Street
W.F_
Water Easement
�
No Drive Access
HAA.
Home Owners Association
to
10'x10' Transformer Easement
&u.E.
Sidewalk & Utility Easement
Visibility, Access & Maintenance
(See Note 8)
Easement
i37P
By This Plot
Cluster Mailbox Location
Key Lot
Parkway ROW
58,325 SF, 1.339 Ac.
Dedicated In Fee Simple
To The Town Of Prosper
--10' CoI
Esmt
25 Lon�coi>e
AIMSIA
IPHASE5A
DOC. NO. 2016-M
MR-D.C.T.
10' CoWV
C)
Esmt
15' Water
SL
Line Esmt.
(D
----I--10' Cosery Esmt
Doc. No. 2018-9978
Portion in ROW to be
abandoned BTP
10' AT&T Esmt,
Inst. No. 137683, OPRDCT
Easement to become null
& void Won fling of this
Oat per easement dedication
Wguage
15 Drainage Esmt.
n_ Id 16-1))4*7
V.
To Be Abandoned BTP A
A iq A P-A
C0 kJ
100 0 50 100 200
1 inch = 100ft,
Basis of bearing derived from the
State Plane Coordinate System, Texas
North Central Zone 4202, North
American Datum of 1983, (2011).
LOCATION MAP
N.T.S.
NOTES:
1. Selling a portion of this addition by metes and bounds is a Violation of Town ordinance
and state low and is subject to fines and withholding of utilities and building permits.
2. All corners are 1/2 inch iron rods with red plastic caps stamped "SPIARS ENG RPLS
5252" unless otherwise noted.
3. All development will comply with Town of Prosper PD-40 Requirements.
4. Open space area, Lot 1, Block X, to be owned and maintained by the H.O.A.
5. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance
Section 9.3.F.
6. Fences adjacent to open space shall be ornamental metal. All. other fencing shall be
constructed of cedar, board on board, with a top rail, and shall be supported with
galvanized steel posts. A common fence stain color shall be established.
7. Lot 1, Block X to be used for sidewalks, trails and landscaping. Easements
for these uses are granted by this plat.
8. No transformers or utility pedestals shall be allowed in the sidewalk and utility
easement.
9. This property is subject to the Windsong Ranch License Agreement (governing the
installation and maintenance of street trees) between VP Windsong Operations LLC and
the Town of Prosper.
10. Key lot fencing restrictions exist on this plat.
11. This plot is subject to the additional residential zoning standards outlined in ordinance
15.55.
12. All landscape easements must be exclusive of any other type of easement, with the
exception of perpendicular crossings, unless otherwise approved by Town Council.
13. No floodplain exists on this site.
125' R-ff BL A.)
I (& W/*v Front Bo
'rr "W-!461
Type A
(Min.
8,000 SF)
28
Type B
(Min.
9,000 SF)
22
Type C
(Min.
10,500 SF)
12
Type D
(Min.
12,500 SF)
5
Total
67
ffr7n-
0
87 _J
10- S* 0- =1 F=t 91.
i
Front Property Une
STAtMAM KEY LOT ICErAL
RM
67 LOTS DEVELOPED TO PD-40 STANDARDS
24.035 ACRES (2.78 UNITS/ACRE)
AVERAGE LOT SIZE = 10*599 SF
D17-0048
FINALPLAT
WINDSONa 1R.-ANCH
I"
PHASE` 4C
24.035 ACRES OUT OF THE
C. SMITH SURVEY ABST. NO. 1681
L. NETHERLY SURVEY ABST. NO. 962
M.E.P* & P. R.R. SURVEY ABST. NO. 1476
TOWN OF PROSPER
DENTON COUNTY, TEXAS
OWNER / APPLICANT ENGINEER / SURVEYOR
VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc.
2242 Good Hope Road 765 Custer Road, Suite 100
Prosper, Texas 7SO78 Piano, TX 75075
Telephone (469) 532-0691 Telephone: (972) 422-0077
Contact- David Blom TBPE No. F-2121
Contact: Matt Dorsett
Scale: 1" = 100' August, 2018 SEI Job No. 17-108
Sheet 1 of 2
Filed for Record
in the Official Records Of,
Denton County
On: 8/22/2018 11-07:00 AM
In the PLAT Records
WINDSONG RANCH PHASE
Doc Number: 2018-365
Number of Pages: 2
Amount: 100.00
OrdeW20180822000221
By: SP
STATE OF TEXAS §
COUNTY OF DENTON §
OWNER'S CERTIFICATE
BEING a tract of land situated in the C. Smith Survey, Abstract No. 1681, the L. Netherly Survey, Abstract No. 962 and the M.E.P.
& P.R.R. Survey, Abstract No. 1476, Town of Prosper, Denton County, Texas, the subject tract being a portion of a tract conveyed
to VP Windsong Operations LLC according to the deed recorded in Document No. 2018-84722 of the Deed Records, Denton
County, Texas (DRDCT), with the subject tract being more particularly described as follows;
BEGINNING at a 1/2" iron rod found at the centerline of Fishtrap Road ond' the extension of the south comer of the northeast
corner clip of Woodbine Drive according to the Windsong Ranch Phase 48 plat recorded in Document No. 2016-2247 of the Plat
Records, Denton County, Texas (PRDCT),
THENCE N 00'56'06" W, a distance of 55.00 feet, to a 1/2" iron rod with a plastic cap stomped "SPIARSENG" found;
THENCE N 45`56'06" W, a distance of 35.36 feet, to a 1/2" iron rod with a plastic cap stomped "SPIARSENG" found;
THENCE N 00'56'06" W, a distance of 59.67 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE N 44-03'54" E, a distance of 14.14 feet, to a 1/2" iron rod with a plastic cap stomped "SPIARSENG" found
THENCE N 00'59'59" W, a distance of 50.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE N 46'5436"W, a distance of 14.38 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE around a non -tangent curve to the left having a central angle of 28'20'14", a radius of 325.00 feet, a chord of
N 17'56'06" W - 159.10 feet, an arc length of 160.74 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE around a compound curve to the left having a central angle of 25'26'40", a radius of 535.00 feet, a chord of
N 444933" W - 235.64 feet, an arc length of 237.59 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE N 14'41'26"W, a distance of 14.53 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE N 61'17'50"W, a distance of 50.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE S 72-05'45"W, a distance of 14.53 feet, to a 1/2" iron rod with a plastic cap stomped "SPIARSENG" found;
THENCE around a non -tangent curve to the left having a central angle of 34'42'53", a radius of 535.00 feet, a chord of
N 82'24'14" W - 319.21 feet, an arc length of 324.15 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE N 58'22'49"W, a distance of 14.88 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG' found;
THENCE N 16'27'50"W, a distance of 81.45 feet, to a 1/2" iron rod with a plastic cap stomped "SPIARSENG" found;
THENCE around a tangent curve to the right having a central angle of 09'22'01 ", a radius of 947.50 feet, a chord of
N 11'46'50" W - 154.73 feet, an arc length of 154.90 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE N 07'05'49"W, a distance of 20.33 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE N 3725'02"E, a distance of 14.26 feet, to a 1/2" iron rod with a plastic cap stomped "SPIARSENG" found;
THENCE around a non -tangent curve to the right having a central angle of 06'01'00", a radius of 1100.00 feet, a chord of
N 85'13'10" E - 115.46 feet, an arc length of 115.51 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE N 01'46'20"W, a distance of 50.00 feet, to a 1/2" iron rod with a plastic cap stomped "SPIARSENG" found;
THENCE N 07'05'49"W, a distance of 134.02 feet, to a 1/2" Iron rod with a plastic cap stomped "SPIARSENG" found;
THENCE around a non -tangent curve to the right having a central angle of 08'36'02", a radius of 1285.18 feet, a chord of
S 88'01'19" E - 192.73 feet, an arc length of 192.91 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
THENCE S 83'42'57"E, a distance of 535.63 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE around a tangent curve to the right having a central angle of 07*58'18", a radius of 762.00 feet, a chord of
S 79'43'48" E - 105.93 feet, on arc length of 106.02 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE around a reverse curve to the left having a central angle of 14'3732", a radius of 1575.00 feet, a chord of
S 83'03'25" E - 400,95 feet, an arc length of 402,04 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE N 87'53'50"E, a distance of 85.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE S 02'06'10" E, a distance of 918.39 feet, to a 1/2' iron rod with o'; plastic cap stamped "SPIARSENG" set;
THENCE S 88`58'08" W, a distance of 307.22 feet, to a 1/2" iron rod with a plastic cap stomped "SPIARSENG" set;
THENCE around a tangent curve to the left having a central angle of 01'53'25", a radius of 1100.00 feet, a chord of
S 88'01'25" W - 36.29 feet, an arc length of 36.29 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE S 87`04'43" W, a distance of 99.93 feet, to a 1/2" iron rod with a 'plastic cap stamped "SPIARSENG" set;
THENCE around a tangent curve to the right having a central angle of 01'59'11", a radius of 1100.00 feet, a chord of
S 88'04'18" W - 38.14 feet, an arc length of 38.14 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE S 89'03'54" W, a distance of 278.67 feet, to the POINT OF BEGINNING with the subject tract containing 1,046,959 square
feet or 24.035 acres of land.
SURVEYOR'S CERTIFICATE
That 1, Darren K. Brown, of Spiars Engineering, inc., do hereby certify that I prepared this plat and the field notes made a part
thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were property placed under my
personal supervision, in accordance with the Subdivision Regulations of the Town of Prosper, Texas.
Dated this the day of A INix L;g j . 2018.
RCrt a o \0
DARKEN BROWN, R.P.L.S�NO. 5252 DARREN K. BROWN
5252 c
<,gr °Fcss\o y�
sUu�
STATE OF TEXAS §
COUNTY OF COLLIN
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Darren K. Brown, known
to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed
the some for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2018.
Notary lic, tate of Texas I iQYt7BR1£N
^. F .; My NotaryiD # 125r
a`.Expires March
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS;
That VP Windsong Operations LLC, acting herein by and through its duty authorized officers, does hereby certify and adopt this plat designating the herein
above described property as VANDSONG RANCH PHASE 4C an addition to the Town of Prosper, and does hereby dedicate to the public use forever, the streets
and alleys shown thereon. VP Windsong Operations LLC, does herein certify the following:
1. The streets and alleys are dedicated for street and alley purposes.
2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances.
3. The easements and public. use areas, as shown, are dedicated for the public use forever for the purposes indicated on this plat.
4. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except
that landscape improvements may be placed in landscape easements if approved by the Town of Prosper.
5. The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair.
6. utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the some unless the easement
limits the use to particular utilities, said use by public utilities being subordinate to the public's and Town of Prosper's use thereof.
7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other
improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in the
easements.
8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose
of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without
the necessity at any time procuring permission from anyone.
9. All modifications to this document shall be by means of plat and approved by the Town of Prosper.
This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas,
WITNESS, my hand, this the day of 2018.
VP Windsong Operations LLC
a Delaware limited liability company
By: - �
. Craig Mar n, Vice President
STATE OF TEXAS §
COUNTY OF DENTON §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared D. Craig Martin, known to me to be the person
and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purposes and considerations
therein expressed and in the capacity therein stated.
GIVEN UNDER M H D AND SEAL OF OFFICE this the day of 2018.
Notar ic, St Texas .�```aYnr'r. JACKLYN KIEF£R
r, c+ u�r.
ar°` Notary Public, State of Texas
,1 Comm. Expires 07-22-2022
Notary ID 129892963
CERTIFICATE OF APPROVAL
Approved this F:_ day of
PXgba____U11 by the Planning & Zoning Commission of the
1ty>11� 1 t il11.;�1,,
Town Secretary.dwto �10
,.,
Engineering Department -ft
Development Services Dep tmt
4�OR%~
tst�
TEXAS CAPITAL BANK, NATIONAL ASSOCIATION
De6i England, Sr. Ve President
STATE OF TEXAS §
COUNTY OF HARRIS §
Town of Prosper, Texas.
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Debi England, known to me to
be the person and officer, whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for
the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the /.&-day of GICi 2018
1
Notary Public, State•Texas
QUEEN WEEKES
Notary Public, State of T�x;;s
;y`�; Comm. Expires 05-as-zo2
ikOFtk��� Notary 10 1248946 04
Lot Area Table
Lot #
Block #
Sclvcare Feet
Lot Type
1
L
10,208
B
2
L
8,949
A
3
L
10,533
B
4
L
10,482
B
5
L
9,239
B
6
L
11,517
A
7
L
12,921
B
8
L
10,789
B
9
L
14,042
A
10
L
8,993
A
11
L
9,142
A
12
L
9,174
A
13
L
9,174
A
14
L
9,174
A
15
L
10,341
B
16
L
11,447
C
17
L
10,778
C
18
L
10,778
C
19
L
10,778
C
20
L
11,300
C
21
L
12,560
C
22
L
13,393
D
23
L
10,888
B
24
L
11,539
C
25
L
14,860
D
26
L
15,624
D
Lot Area Table
a
Lot Area Table
Lot #
Block #
Sclvora Feet
Lot Type
10
N
11,236
B
11
N
9,074
A
12
N
9,074
A
13
N
9,224
A
14
N
9,396
A
15
N
9,904
A
Lot Area Table
m
toll
.
o
The undersigned covenants and agrees that the landscape easement and restrictions herein set forth shall run with the land and be binding on the
owner(s) of the property in this subdivision, their successors and assigns, and all parties claiming by, through and under them. In the event a replat is
requested on all or part of this property, the Town may require any similar or additional restrictions at its sole discretion. The sole responsibility for
maintenance and replacement of landscape materials thereof shall be bome by any 'homeowners' association hereafter established for the owners of lots
in this subdivision and/or the owners of the individual lots within this subdivision. Such maintenance and replacement shall be in conformance with the
requirements, standards, and specifications of the Town of Prosper, as presently in effect or as may be hereafter amended. This provision may be
enforced by specific performance or by any other remedy allowed by low. This Landscape Easement shall be void of utilities and other elements unless
otherwise approved on the plat.
r, a 0 a
FINAL PLAT
WINDSON(31 RANCH
lip'
24.035 ACRES OUT OF THE
C. SMITH SURVEY •
L. NETHERLY SURVEY, 962
M.E.P.& P. R.R. SURVEY , Oi
TOWN OF PROSPER
COUNTY,DENTON TEXAS
OWNER / APPLICANT
VP WINDSONG OPERATIONS LLC
2242 Good Hope Road
Prosper, Texas 75078
Telephone (469) 532-0681
Contact: David Blom
ENGINEER / SURVEYOR
Spiars Engineering, Inc.
765 Custer Road, Suite 100
Plano, TX 75075
Telephone. (972) 422-0077
TBPE No. F-2121
Contact: Matt Dorsett
Sheet 2 of 2
August, 2018 SEI Job No. 17-108